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謝洪陽¹  ,  陳逸川¹  ,  付    煒¹  ,  胡曉蓮²  ,  莫    新²

( 1 .  南昌航空大學 土木建筑學院 ，南昌 330063 ;  2.  江西建工機械施工有限責任公司 ，南昌 330096)

摘   要：為了開發無主檁螺栓球節點網架結構，設計了新型抗剪性螺栓球節點，通過壓 、拉 、剪試驗 ，對 M24 、M27 、M30 三種不同螺栓直徑的新型螺栓球節點進行試驗，研究其各組成部件及整體力學性能。結果表明 ：節點受壓時，新型節點套筒比普通節點的更抗壓 ，且新型節點螺栓承受了一定的力；受拉時，兩種節點各部件力學變化規律一致；受彎剪時 ，新型節點抗剪性能有一定提升，M24 、M27 、M30 新型節點的極限彎矩分別提升了 2% 、6% 、13% 。將試驗結果和模擬結果進行對比，最大誤差不超過 10% 左右。

關鍵詞：新型螺栓球節點 ；節點應變 ；節點彎矩 ；力學試驗 ；有限元模擬 ；對比分析

中圖分類號：TU391            

文獻標志碼：A           

文章編號： 1005- 8249   (2025)  02- 0110- 07 

DOI:10. 19860/j.cnki.issn1005 - 8249.2025 .02.019

 

XIE Hongyang¹  ,  CHEN Yichuan¹  ,  FU Wei ¹  ,  HU Xiaolian² ,  MO Xin²

(1 . School of Civil and Architectural Engineering ,  Nanchang Hangkong University ,  Nanchang 330063 ,  China;

2. Jiangxi Construction Machinery Construction Co . ,  Ltd . ,  Nanchang 330096 ,  China)

Abstract: In order to develop the grid structure of the ball joint of the bolt without main purlin, a new type of shear bolt ball joint was designed, and the ball joints of three new bolts with different bolt diameters of M24, M27 and M30 were tested through the compression, tension and shear tests, and their components and overall mechanical properties were studied. The results show that when the joint is compressed, the new node sleeve is more compressive than the ordinary joint, and the new node bolt bears a certain force. When tensioned, the mechanical variation law of each component of the two joints is consistent. The ultimate bending moments of M24, M27 and M30 joints are increased by 2%, 6% and 13%, respectively. The test results are compared with the simulation results, and the maximum error is not more than about 10%.

Key words: new bolt ball nodes；nodal strain；nodal moments；mechanical tests；finite element analysis；comparative analysis

作者簡介：謝洪陽  (1973—) ,   男，博士，教授，研究方向： 結構設計優化 、結構抗震機理等。

收稿日期：2024 - 10 - 29